BRR : 7180647
Tender Brief : Tender For 10 Special Repair Work On Nagla Pitora To Gujjarheri Road. - Providing, laying, spreading and compacting stone aggregates of specific sizes 53 mm to 22.4 mm to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. I/c all taxes, Labour cess, levy, toll fee, royalty, Contractor Profit... Read More
Tender Value
₹
61,50,000
Contract Value
₹ 39,82,042
Saving / Difference
₹ 21,67,958
▲
Submission Date
10-02-2025
Contract Date
24-03-2025
Completion Date
90 days
Participated Bidder List
2 No of Bidder(s)
| Sr No. | Bidder Name | Bid Analytics | Technical Bid | Financial Bid | AOC | Bid Value | Rank |
|---|---|---|---|---|---|---|---|
| 1 | cnet-technologies | Bid Analytics | 41,80,044.86 | L2 | |||
| 2 | cnet-technologies | Bid Analytics | 39,82,042 | L1 |
Work Detail
tender for 10 special repair work on nagla pitora to gujjarheri road. - providing, laying, spreading and compacting stone aggregates of specific sizes 53 mm to 22.4 mm to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405. i/c all taxes, labour cess, levy, toll fee, royalty, contractor profit but excluding gst. 2 earth work in cutting or in embankment in ordinary soil excavation to be in theform of regular pits not exceeding 0.50 m. in depth and earth work in embankment to be in 20 cm. layers including remmingand dressing the surface to required levels and slopes and also including 1.50 m. liftand 30 m. lead. the earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30 m. distance as directed by the engineerincharge.(royality removed by govt. ) for small works/ abadi area. (where machine can not move )si no. 253a i/c all cess, labour cess, levy, toll fee, royalty, contractor profit but excluding gst. 3 construction ofun-reinforced, at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 m30 (grade), coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawingand technical specification clause 1501 4 excavation in foundation in ordinary soil (loam, clay or sand) including lift upto 1.50 m. and lead upto 30 m. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer-in charge upto a distance of 30 m. from the foundation trenches. (where machine can not move ) si no. 251ai/c all cess, labour cess, levy, toll fee, royalty, contractor profit but excluding gst. 5 concrete with 4 cm. gauge brick ballast, fine sand of 1.25 f.m. and cement, in proportion of 1:3:6 in foundations and under floors, including supply of all materials, labour, tools & plants etc. required for proper completion of the work. si no. 279bi/c all cess, labour cess, levy, toll fee, royalty, contractor profit but excluding gst. 6 m-150 brick work in 1:3 (one cement & three coarse sand) mortar in foundation and plinth including supply of all materials labour, tools & plants etc. required for proper completion of the work si no. 307 i/c all cess, labour cess, levy, toll fee, royalty, contractor profit but excluding gst. 7 12 mm thick plaster withcement and approved coarse sand mortar in 1:3 over brick work minimum thickness not to be less than 1 cm including supply of all materials, labour, tools & plants etc required for proper completion of the work. si no. 582ai/c all cess, labour cess, levy, toll fee, royalty, contractor profit but excluding gst. 8 r.c.c. work with cement, approved coarse sand & 2 cm gauge approved stone grit in proportions of 1:1.5:3 inslabs excluding supply of reinforcement and its bending, but including its fixing and binding the same with 24 b.w.g.g.i. binding wire and including necessary centering and shuttering etc. and supply of all materials, labour, tools & plants etc. required for proper completion of the work includingcost of binding wire. the rate excludes making of drip course which shall be paid extra. as per s.i.no.284a i/c all cess, labour cess, levy, toll fee, royalty, contractor profit but excluding gst. 9 m.s. ( tor steel or plain) in plain work such as r.c.c. or r.b. work including bending for proper shape and including supply of steel & its wastage ,bend hooks and authorised overlapping shall be measured and including cost of binding wire. si no. 504i/c all cess, labour cess, levy, toll fee, royalty, contractor profit but excluding gst.
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Awarded Bidder(s)
1
cnet-technologies
Rank : L1 (Lowest)
Bid Amount :
₹
1,00,00,000
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